A method for identifying support conditions of buried subsea gas pipelines based on forced vibration signal analysis

被引:7
作者
Liao, Ningsheng [1 ]
Zhang, Hang [1 ]
Zhang, Shimin [1 ]
Du, Shuqiang [1 ]
Ding, Qingxin [1 ]
机构
[1] China Univ Petr, Coll Mech & Transportat Engn, 18 Fuxue Rd, Beijing 102249, Peoples R China
关键词
Buried subsea gas pipeline; free span; support identification; vibration; structural health detection; SCOUR MONITORING-SYSTEM; COMPOSITE STRUCTURES; ACTIVE THERMOMETRY; WAVELET TRANSFORM; ALGORITHM; FOURIER;
D O I
10.1177/1475090217730952
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Subsea pipeline is crucial for oil and gas transportation. It is advantageous to be able to identify the free-spanning segments of a long subsea pipeline. The existing technologies for detecting the support condition of buried subsea pipelines are constantly affected by complex external environment since they are outer pipeline detecting methods. An inner pipeline method for detecting the support conditions of buried gas subsea pipelines based on forced vibration signal analysis is proposed in this study. Two evaluation indicators, frequency response function and natural frequency change ratio, are used to identify the free-spanning segments. A free span-detecting device and a test rig are built to verify the applicability of the method by forced vibration tests. Gray contour plots of frequency response functions and natural frequency change ratio bar charts are generated to analyze the experimental results. The experimental results show that two evaluation indicators are sensitive to the support condition. The appearance of the free span and its length can be identified by the gray contour plots of frequency response functions and natural frequency change ratio bar chart.
引用
收藏
页码:218 / 228
页数:11
相关论文
共 34 条
[1]   Advanced signal processing of magnetic flux leakage data obtained from seamless gas pipeline [J].
Afzal, M ;
Udpa, S .
NDT & E INTERNATIONAL, 2002, 35 (07) :449-457
[2]  
[Anonymous], 2004, OPTOELECTRONIC ENG
[3]   Vibration-based structural health monitoring of offshore pipelines: numerical and experimental study [J].
Bao, Chunxiao ;
Hao, Hong ;
Li, Zhongxian .
STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (05) :769-788
[4]   Vibration based condition monitoring: A review [J].
Carden, EP ;
Fanning, P .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2004, 3 (04) :355-377
[5]   Piezoelectric-based degradation assessment of a pipe using Fourier and wavelet analyses [J].
Cheraghi, N ;
Zou, GP ;
Taheri, F .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2005, 20 (05) :369-382
[6]   FAST FOURIER TRANSFORM ALGORITHM - PROGRAMMING CONSIDERATIONS IN CALCULATION OF SINE, COSINE AND LAPLACE TRANSFORMS [J].
COOLEY, JW ;
LEWIS, PAW ;
WELCH, PD .
JOURNAL OF SOUND AND VIBRATION, 1970, 12 (03) :315-+
[7]   THE WAVELET TRANSFORM, TIME-FREQUENCY LOCALIZATION AND SIGNAL ANALYSIS [J].
DAUBECHIES, I .
IEEE TRANSACTIONS ON INFORMATION THEORY, 1990, 36 (05) :961-1005
[8]  
Doebling SW., 1998, Shock Vibr. Digest, V30, P91, DOI [10.1177/058310249803000201, DOI 10.1177/058310249803000201]
[9]   On the response of a free span pipeline subjected to ocean currents [J].
Furnes, GK ;
Berntsen, J .
OCEAN ENGINEERING, 2003, 30 (12) :1553-1577
[10]   Deepwater pipelines - status, challenges and future trends [J].
Fyrileiv, Olav ;
Aamlid, Olav ;
Venas, Asle ;
Collberg, Leif .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART M-JOURNAL OF ENGINEERING FOR THE MARITIME ENVIRONMENT, 2013, 227 (04) :381-395